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Wood Beam <br />LIC# : KW-06019842, Build:20.24.08.01 Structural Engineering Consultants (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:R.R. <br />Project File: Design Check.ec6 <br />Project Title: <br />Engineer: <br />Pro ect ID: <br />Project Descr: <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />+D+Lr 1 0.3609 6.547 0.0000 0.000 <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.277 0.277 <br />Max Upward from Load Combinations 0.277 0.277 <br />Max Upward from Load Cases 0.173 0.173 <br />D Only 0.104 0.104 <br />+D+Lr 0.277 0.277 <br />+D+0.750Lr 0.233 0.233 <br />+0.60D 0.062 0.062 <br />Lr Only 0.173 0.173 <br />Pa e 5 of 54